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PHASE 4A - LEVEL 4 SITE PLAN Sheet Number Sheet Title
G0.0 COVER SHEET
519 E MAIN STREET G0.1 DURHAM GENERAL NOTES
CDI.I EXISTING CONDITIONS&DEMOLITION
AN
DURHAM, NC 27701
C2.1 WATER&SEWER PLAN
C3.1 PAVING,GRADING,&DRAINAGE PLAN
EC1.0 EROSION CONTROL PLAN-PHASE 1
EC2.0 EROSION CONTROL PLAN-PHASE 2
PREPAREDFOR: EC3.1 EROSION CONTROL DETAILS
LAUREL STREET EC3.2 EROSION CONTROL DETAILS
EC3.3 EROSION CONTROL DETAILS
EC3.4 EROSION CONTROL DETAILS
2132 THRIFT ROAD, SUITE A L1.1 LANDSCAPE PLAN
CHARLOTTE, NC 28208
`011 III11i,,,/,i
_ i SEAL 1 ==.ri 35003 i -
REVISION HISTORY
10461‘
10-03-2024
APPROVAL STAMPS REV.NO. REVISION BY DATE
J-1993 SUBMITTAL HISTORY
REID 102896, 235062
PREPARED BY:
LEVEL 4 SITE PLAN 08/01/24
SUBMITTED TO DATE
1 IT T H 0 M AS LEVEL IV SITE PLAN CASE#: D2400093
at JOB SITE COPY:A COPY OF THE APPROVED SITE PLAN MUST BE ON SITE THOMAS
AND AVAILABLE FOR PERIODIC INSPECTION AND USE DURING &
MCONSTRUCTION TO EVALUATE COMPLIANCE WITH THE APPROVED SITE /a H H U T T O N
H U T T O N PLAN.REQUIRED INSPECTION WILL NOT TAKE PLACE IF THE JOBSITE COPY IS Alp
NOT AVAILABLE AND RE-INSPECTION FEES WILL BE CHARGED. 2510 Meridian Parkway • Suite 100
Know what's below. Durham,NC 27713
Call beforeyou dig. p.919.682.0368
www.rhomo:oPdhUnon.00m

PROJECT DATA EXISTING CONDITIONS/ DEMOLITION
'PHASE 4A OF MULTI-PHASE PROJECT:REFER TO ELIZABETH ST.APTS(D2000282)AND COMMERCE STREET APARTMENTS(D2200349) - NOTES
PARCEL 1: D0.52 OWNER HOUSING AUTHORITY,CITY OF DURHAM I. ENSURE ALL EROSION CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER PRIOR TO THE START OF ANY DEMOLITION AND CONSTRUCTION. EROSION CONTROL CONSTRUCTION SEQUENCE:
330 E.MAIN ST.,P.O.BOX 1726 2. SEE SITE PLAN SHEET C200 FOR LAYOUT DIMENSIONS OF EXTENT OF DEMOLISHED AREAS. PAVED AREAS NOT INDICATED TO BE DEMOLISHED,ARE TO REMAIN. ALL EROSION AND SEDIMENT CONTROL(EASE)PERMIT AND A CERTIFICATE OF COVERAGE(COG)MUST BE OBTAINED
DURHAM,NC 27702 CONCRETE SAW CUTS ARE TO BE CLEAN,STRAIGHT AND NEAT BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC
NOTICE OF INTENT(e-NOQ FORM AT deq.nc.govv/NCGOl. PLEASE NOTE THE e-NOI FORM MAY BE ONLY BE FILLED
PARCEL 533 EAST MAIN ST. 3. UTILITIES: SEE UTILITY PLANS.CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR LOCATION,REMOVAL AND RELOCATION OF ANY UTILITIES. CONTRACTOR OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE COE AND A HARD COPY OF THE
ir, PIN 0831164123 RESPONSIBLE FOR DETERMINING EXTENT AND LOCATION OF UTILITIES. THIS MAY INCLUDE CONTACTING"NO-CUTS"TO HELP LOCATE SOME UTILITIES. PLAN MUST BE KEPT ON SITE PREFERABLY IN A PERMITS BOX,AND ACCESSIBLE DURING INSPECTION.
PARCEL ID 238058 1.OBTAIN LAND DISTURBING PERMIT FROM NCDEQ. POST LAND DISTURBING PERMIT AT THE SITE NOTIFY LAND
OVERALL ACREAGE 2.91.91 acres(126,930 ft.) 4. CONTRACTOR TO ADJUST ALL MANHOLES,VALVES,JUNCTION BOXES,CATCH BASINS,CLEAN-OUTS,ETC.,AS NECESSARY TO ACCOMMODATE NEW LAYOUT AND GRADES.
QUALITY SECTION OF INTENT TO BEGIN CONSTRUCTION PRIOR TO BEGINNING LAND DISTURBING ACTIVITY.NOTIFY LAND
PARCEL 2: D0.S1 5. CONTRACTOR RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE NCDOT AND CITY OF DURHAM RIGHTS OF WAY ANY DAMAGED INFRASTRUCTURE IN THE QUALITY SECTION AT(919)791-4200 AT LEAST 72 HOURS PRIOR TO INTENT TO BEGIN CONSTRUCTION PRIOR TO
OWNER AS ABOVE RIGHT OF WAY CAUSED BY CONSTRUCTOR ACTIVITIES MUST BE REPAIRED TO NCDOT AND CITY OF DURHAM STANDARDS. THIS INCLUDES,BUT IS NOT LIMITED TO BEGINNING LAND DISTURBING ACTIVITY.
UTILITIES,SIDEWALKS,CURB AND GUTTER,ASPHALT
9 2.OBTAIN ALL PERMITS AND APPROVALS NECESSARY TO BEGIN AND COMPLETE THE PROJECT OBTAIN ALL PERMITS
4 PARCEL 519 E MAIN ST 6. CONTRACTOR RESPONSIBLE FOR REMOVING EVERYTHING WITHIN THE CLEARING LIMITS AND OFF-SITE WORK ZONE INCLUDING TREES,STUMPS,TRASH,FENCING,OR PRIOR TO BEGINNING ANY DISTURBANCE OF THE SITE SO WORK WILL NOT BE INTERRUPTED.
PIN 0831161093 BUILDING MATERIALS. 3.SCHEDULE AND HOLD A PRE-CONSTRUCTION MEETING BEFORE BEGINNING ANY TIMBERING,CLEARING GRUBBING,
PARCEL ID 102896
q OVERALL ACREAGE 3.51 acres(152,805 ft') 7. CONTRACTOR TO USE CAUTION WORKING AROUND AND NEAR EXISTING STORM,WATER AND SEWER.CONTRACTOR RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES. DEMOLITION,OR GRADING. OWNER OR OWNER'S REPRESENTATIVE AND GRADING CONTRACTOR SHALL ATTEND TO
DISCUSS THE SCHEDULE AND EROSION CONTROL PLAN.NOTIFY LAND QUALITY SECTION AT(919)791-4200.
PARCEL 3: D0.S2 8. ABANDONMENT OF WATER SERVICES SHALL INCLUDE EXCAVATING DOWN TO CORPORATION,TURNING IT OFF AND CUTTING SERVICE LINE FREE FROM CORPORATION.THE
OWNER AS ABOVE METER,IF PRESENT,SHALL BE RETURNED TO CITY OF DURHAM. 4.CLEAR THE AREA NECESSARY TO INSTALL TEMPORARY CONSTRUCTION ENTRANCES,INLET PROTECTION,SILT FENCE,
AND SILT FENCE OUTLETS.
9. ABANDONMENT OF SANITARY SEWER SERVICE LINES SHALL CONSIST OF PLUGGING THE LATERAL AT THE RIGHT-OF-WAY LINE ALL UTILITY ABANDONMENTS SHALL BE
PARCEL 558 LIBERTY ST PERFORMED IN ACCORDANCE WITH CITY OF DURHAM STANDARDS AND SPECIFICATIONS. 5 DEMOLISH BUILDINGS AND PARKING.IN AREAS WHERE NO ADDITIONAL WORK IS PROPOSED,SEED,MULCH,AND
PIN 0831167246 ESTABLISH GROUND COVER WITHIN 7 DAYS.
PARCEL ID 238061 10. SEPTIC SYSTEMS SHALL BE ABANDONED PER STATE AND COUNTY ENVIRONMENTAL HEALTH STANDARDS.
- OVERALL ACREAGE 0.21 acres(9,299 fn 6.INSTALL SEDIMENT BASIN AND DIVERSIONS
11. ALL PAVEMENT PATCHING SHALL BE PERFORMED PER CITY OF DURHAM OR NCDOT SPECIFICATIONS AND STANDARDS,AS APPLICABLE.
7.FOLLOWING COMPLETION OF EROSION CONTROL MEASURE INSTALLATION,BEGIN CLEARING,GRUBBING,AND GRADING
PROJECT AREA) 174,390 SF
12. DEMOLITION WILL REQUIRE PROPER ASBESTOS AND LEAD BASED PAINT SURVEY.PROPER MITIGATION AND REMOVAL,AS NEEDED,WILL BE REQUIRED, OF SITE MAINTAIN EXISTING WATER,SEWER,AND STORM DRAIN SYSTEMS SO THERE ARE NO INTERRUPTIONS IN
LAND USE: SERVICE UNTIL NEW UTILITIES ARE IN INSTALLED AND IN SERVICE THE"BYPASS"STORM DRAIN IMMEDIATELY NORTH OF
EXISTING RESIDENTIAL I COMMUNITY SERVICE SKIMMER BASIN 7 MUST BE INSTALLED FIRST.
PROPOSED RESIDENTIAL I MULTI-FAMILY 8.INSTALL PIPES AND DRAINAGE STRUCTURES.POSITIVE DRAINAGE IS TO BE MAINTAINED AT ALL TIMES.
ZONING: 9.INSTALL ADDITIONAL INLET PROTECTION AS SOON AS POSSIBLE AFTER PIPES AND/OR CONVEYANCE HAVE BEEN
EXISTING DD-S1,DD-S2(CASE:Z0900016) INSTALLED AND DRAINAGE STRUCTURES HAVE BEEN CONSTRUCTED.
PROPOSED NO CHANGE
10.SILT FENCE AND DIVERSION DITCHES ARE TO BE RELOCATED AS NECESSARY AS GRADING PROGRESSES TO ENSURE
SETBACKS: THAT NO SEDIMENT LEAVES THE SITE
STREET 12'FROM BACK OF CURB I I.ALL TRENCHES ARE TO BE BACKFILLED AT THE END OF EACH WORK DAY INSTALL A TEMPORARY CHECK DAM AT
5'MINIMUM DEPTH TO 12'MAXIMUM DEPTH FORECOURT THE END OF TRENCHING AT THE END OF EACH WORK DAY ENSURE THAT NO WATER OR SEDIMENT ENTERS THE
UTILITY LINES.
DEVELOPMENT TIER: DOWNTOWN
12.INSTALL PAVEMENT BASE,AND PAVEMENT AS APPLICABLE
RIVER BASIN: NEUSE RIVER-FALLS LAKE 13.CONTRACTOR MUST HAVE APPROVAL FROM LAND QUALITY SECTION PRIOR TO REMOVAL OF MEASURES. EROSION
WATERSHED: ELLERBE CREEK AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT STABILIZATION IS ACHIEVED TO THE
GREATEST EXTENT PRACTICABLE. UPON REMOVAL OF THE TEMPORARY SEDIMENT BASIN,REPAIR THE CATCH BASIN
WHERE THE BASIN OUTLET WAS INSTALLED.
WATERSHED PROTECTION: NONE
14.CARE SHOULD BE TAKEN TO AVOID EROSION.ADDITIONAL MEASURES MAY BE REQUIRED IF EXCESSIVE EROSION IS
FLOODPLAIN: NONE PER FEMA MAP#3720083100J(512I2006) OCCURRING 1
WETLAND: NONE 15 INSPECT AND MAINTAIN THE SEDIMENT CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY THE NO. REVISIONS BY DATE
PERSON RESPONSIBLE FOR EROSION CONTROL WILL OVERSEE THE INSPECTOR AND MAINTENANCE OF THESE DEVICES.
LANDSCAPE BUFFERS: MEASURES SHOULD BE INSPECTED WEEKLY AND AFTER A RAINFALL OF MORE THAN 0.5 INCHES.EROSION CONTROL
PROPOSED N/A-DOWNTOWN DEVICES SHALL BE REPLACED WHEN DAMAGED OR DO NOT APPEAR TO BE WORKING PROPERLY `II IIII I I IIIII
BUILDING DATA: 16.IN ADDITION TO THE INSPECTIONS BY THE CONTRACTOR, THE OWNER, THE FINANCIALLY RESPONSIBLE ,`.,N CARp�'"'�.,�
Q- SS%,",,�{4��
BUILDING#1 16,051 SF PARTY, OR THEIR AGENT MUST CONDUCT INSPECTIONS IN ACCORDANCE WITH NCDENR'S SELF-INSPECTION ��� �HEIGHT 42,10 i"(3 STORY) PROGRAM FOR EROSION AND SEDIMENT CONTROL. G 991166CC
RESIDENTIAL UNITS 12 PROPOSED(APARTMENTS) (http:deq.nc.gov/about/divisions/energy-minerol-land-resources/erosion-sediment-control/forms). PER =
FRONTAGES(FORECOURT) RE:SD-T.1 NPDES REQUIREMENTS,A RAIN GAUGE,SELF-INSPECTION RECORDS,PERMIT,AND S&E PLAN ARE REQUIRED TO BE = 35003 T
MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION.IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A
PERMITS BOX AT THE BEGINNING OR ENTRANCE OF PROJECT q•'•.
BUILDING#2 14,661 SF %�o' ,'UGINE�e''y'A4�
D DURING THE COURSE OF CONSTRUCTION
AT SIGNIFICANT SEDIMENT IS LEAVING THE
RESIDENTIAL UNITS 12 PROP(OSED(APARTMENTS) RESPONSIBLECTT FOR3 STORY) 17 IF IT IS PTEE LAOPRISIMLEMENATIO/AND IS OMAINTENANCE BLIGATED TEHF HEDEPOIOL PROTECTIVE PAN THE
H. PERSON
��A'Sr�N 1giIR�`y�`````
FRONTAGES(FORECOURT) RE:SD-2.1
1d3/2124
18.KEEP MUD AND DEBRIS OFF THE PUBLIC STREET AT ALL TIMES. IF MUD OR DEBRIS IS TRACKED FROM THE SITE,
BUILDING#3 14,661 SF USE A SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY. IF MUD AND DEBRIS ARE NOT KEPT OFF THE STREET,
HEIGHT 42'-10i"(3 STORY) ENFORCEMENT ACTION(REVOKING THE GRADING PERMIT AND/OR A STOP WORK ORDER)MAY BE TAKEN.
RESIDENTIAL UNITS 12 PROPOSED(APARTMENTS)
FRONTAGES(FORECOURT) RE:SD-2.1 19 GROUND STABILIZATION WILL BE APPLIED WITHIN 14 DAYS FROM LAST LAND DISTURBING ACTMTY FOR STEEP .7 THOMAS
SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7 DAYS CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEEDING
BUILDING#4 13,485 SF THAT IS REQUIRED DURING THE PROJECT AT NO ADDITIONAL COST TO THE OWNER
HEIGHT 42'-10a"(3 STORY) 20.WHEN CONSTRUCTION IS COMPLETE DISTURBED AREAS ARE PERMANENTLY STABILIZED,AND ALL EROSION CONTROL & A'RESIDENTIAL UNITS 12 PROPOSED(APARTMENTS) MEASURES ARE IN PLACE CONTACT EROSION CONTROL PERSONNEL(LAND QUALITY SECTION)FOR AN INSPECTION. H U T T O NJ
FRONTAGES(FORECOURT) RE:SD-2.1
21.LAND DUALITY MUST BE NOTIFIED TO PERFORM FINAL INSPECTION AND APPROVE THE REMOVAL OF ANY SEDIMENT
COMMUNITY BLDG 4,162 SF CONTROL DEVICES. THE OWNER OR ENGINEER CAN NOT PERFORM THE FINAL INSPECTION 2510 Meridian Parkway•Suite 100
HEIGHT 22'-10j 22.WHEN CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED,AND LAND Durham,NC 27713•919.682.0368
RESIDENTIAL UNITS 0 QUALITY SECTION HAS GIVEN APPROVAL,REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. REMOVE AND www.thomasandhutton.com
FRONTAGES(FORECOURT) RE:SD-2.1 PROPERLY DISPOSE OF ACCUMULATED SEDIMENT AND DEBRIS FROM THE DEVICES AND STABILIZE AREAS DISTURBED BY
THEIR REMOVAL
TOTAL BUILDING AREA 63,020 SF
TOTAL UNITS 48 UNITS(48 AFFORDABLE) 23.ANY DEWATERING OF SEDIMENT CONTAINMENT DEVICES FOR MAINTENANCE OR REMOVAL SHALL BE DONE THROUGH
A SILT BAG.
PARING: DURHAM GENERAL NOTES
24. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEM PL LR TO CLOSE OUT THE E&SC AN.
VEHICULARAFTER DEMLR INFORMS THE PERMITTEEVIA OF THE PROJECT CLOSE OUT INSPECTION REPORT, THE PERMITTEE SHALL
REQUIREDPARKING: N/A-DOWNTOWN
ADA(MIN.1 PER 25 STANDARD SPACES) PERMIT N SUBMIT E FEE WILL BE CHARGED UNTIL THEe ELECTRONIC
O TERMINATION(e-NOT). A$100 ANNUAL GENERAL
NOT HAS BEENFILLEDOUT
PHASE 4A -LEVEL 4 SITE PLAN
PROPOSED STANDARD- 43
ADA(CAR)• 10 DILLARD STREET
ADA(VAN). 1
ON-STREET= 0
TOTAL= 54 SPACES
BICYCLE PARKING:
REQUIRED 0.5 SPACES PER UNIT=48/2=24 SPACES
75%LONG TERM=18 SPACES PROJECT LOCATION:
5%OR 6 SHORT TERM•6 SPACES SIN E MAIN STREET
DURHAM,NC 27701
PROPOSED LONG TERM= 18 SPACES WITHIN BIKE SHELTER(RE:C1.1&SPS106)
STREETSCAPE SHORT TERM• 6 SPACES
TOTAL=24 SPACES CLIENT/OWNER:
LAUREL STREET
LAND DISTURBANCE:
2132 THRIFT ROAD.SUITE A
PHASE 4a 180,568 SF
OVERALL COMMULATIVE: 485,6345E CHARLOTTE.NC 28208
IMPERVIOUS SURFACE:
EXISTING: 258,387 SF
PROPOSED: 336,991 SF
PROJECT NOTES
• BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON SURVEY PROVIDED BY THOMAS&HUTTON DATED JANUARY,2024.
• PUBLIC WATER IS AVAILABLE TO THIS PROJECT
• ANY NEW UTILITIES ARE TO BE INSTALLED UNDERGROUND.
STORMWATER EROSION CONTROL NOTES
1.OPTIONAL BLANKET EASEMENT FOR MULTIFAMILY AND OTHER DEVELOPMENT(CANNOT BE USED FOR LIMITED RESIDENTIAL)::THE CITY 1. IF MORE AND ISTUR NO.FT OF AREA l5 DISTURBED,ELAND-DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE COMMENCEMENT
OF DURHAM AND THEIR ASSIGNS HAVE RIGHT OF ACCESS TO THE PERMANENT STORMWATER CONTROL MEASURE(S)(UNDERGROUND I F ANY LAND-DISTURBING N 20,000 SO A7.IIS. DATUM:HORIZ.: VERT.:
2. IF MORE THAN U0N ED.FA - S A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED
SAND CCE FILTER,SPUTTER BOX,EAND UNDERGROUNDND DETENTION)FOR MEASURE
AND HEREBY
MAINTENANCE ENFORCEMENT INSP A BLANKET PRIOR TO THE ISSUANCE OF A LAND-DISTURBANCEYITY/COUNTY PERMIT
ACCESS RCEMENTT F PARR AND MAINT THE E70RNYAOB CONTROLI MEASURE IS HEREBN ETGRANTED FOR T AT IMP D AS WELL 3. T TREE URHAMTICON REROSIOD C THE CIS/ AN PLANNING DECTION INS TREETIPROTECTION CPR/DR OT MUST BE SUBMITTED JOB N0: 1993
AS ENFORCEMENT OF OPERATION&MAINTENANCE ANY OBSTRUCTION PLACED IN THE BLANKET EASEMENT THAT IMPEDES TO THE DURHAM COUNTY EROSION CONTROL DIVISION,AND TREE PROTECTION INSPECTION COMPLETED PRIOR TO THE ISSUANCE OF A DATE: 04/12/24
NECESSARY MAINTENANCE ENFORCEMENT WILL BE REMOVED AND ALL THE ASSOCIATED COSTS WILL BE BORNE SOLELY BY THE LAND-DISTURBANCE PERMIT.
OWNER. 4. IF AN OFFSIDE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE DRAWN: DAD
2.RIANKF7 PNBI IC STORMWATER CONVEYANCE EASFMFN7:THE CITY OF DURHAM AND THEIR ASSIGNS HAVE RIGHT OF ACCESS TO INCLUDED IN THE LAND-DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS ELAND-DISTURBANCE PERMIT. DESIGNED: JSA.OAO
THE PERMANENT PUBLIC STORMWATER CONVEYANCE PIPING FOR INSPECTIONS AND MAINTENANCE ENFORCEMENT. A BLANKET 5. CLEARLY INDICATED LIMITS OF DISTURBANCE ARE SHOWN ON THE GRADING PLAN. REVIEWED: JSA,PR
ACCESS EASEMENT TO,OVER AND AROUND THE PERMANENT PUBLIC STORMWATER CONVEYANCE PIPING IS HEREBY GRANTED FOR 6. SITE l5 LOCATED WITHIN TRIASSIC SOIL DELINEATION MUST COMPLY WITH NEW 12.)0.4M&12.)0.4N REGULATIONS
Gattl
INSPECTIONS AS WELL AS MAINTENANCE. ANY OBSTRUCTION PLACED ININ THETHE BLANKET EASEMENT THAT IMPEDES NECESSARY APPROVED:JSA,PR
MAINTENANCE ENFORCEMENT WILL BE REMOVED AND ALL THE ASSOCIATED COSTS WILL BE BORNE SOLELY BY THE OWNER. SCALE:

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\ / I s / / / \'. ... / // \ '/A •J• ^ SECTION FOR
1\ / / I / /Y ��Iv.+G2.'La / \ )/ 'Y \ ' \ I NEW DRIVEWAY KY3/ 4
a/ ,9/ / \ / 'N=387.35 \% / / 1�,1 \\ ` 1
\ / PGe / / I � ' gy {{{��� TEE PROTECTION / ;'+._-399I� \ �\ / UT=387.25 \\\ / \ \ \ /� \\ ` IL
"„ 5 I V / I /C /-_0, \ FENCING TNP.) / • •'1.84 v \ \r • \ \ \ // 1e �� GRAFC 396.11 1
/} / /• \ IMITS OW /' OUT /•. \ /\\ .\ \ \'r \\• \ / \\ \�� / ��. INV IN,78941
( •11 y/DISTURBANCE ( / / 4. I /- - \ \� was }C Sy =J �INVO�(r86� I THOMAS
0�0y\C\' / 4. / �\���� ' / \ \L 1 / i\ BUIkDING TO .,. REFERENCE
OpJ�� / B, s\ \\ Z' , RIM 39 \\ 4 , BE'REMOV'• ` APPROVED
HUTTON
\ ��\y�� SITE PLAN LINE TABLE
J LA / / RIM=39 • / � IN 387.72 •♦ (.:/ _71 / \^� ���`�
\ y. / 0' \ 11•1 391.38 \ T / \OUT 38762 \ Y„r off I 1••`RIM=3965 t-� I i D2200349 LINE BEARING LENGTH
\ \ \ h - LI 5 53°20 16'E 5.78
/ / \ S OUT-39\I2 \ \ 'R'$�` \ 4� 2510 Mandan Parkway•Suite 100
�p FXISTING STD" i f♦1/,j ® ) L2 N 8242924'E 96.19
->--\--- \ �/� 1\.a` ��'� S 11 $�Itl�� ��`'•` Durham,NC 27713•919682.0368
\\ / ( \ \ \ ` i/'\ , \ �1,,,�� \\ fe BE REM•4'ED �`A�4 070/17i` '� /' L3 5114330 W 33.59
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\\ \V N v4 ' A\ \V OA/ •Y - A \V �� \V A�\ �����'� �� L6 N44°4o35'.W 70.99
L \ 1^ m \ \ A ---� O \\ (�,j� ,®��' fr PROJECT AREA
\ \ \ U \ _ m _-- -- '\ �\\ ��•� �C��!♦• . I L] N04°2633'W 39.59
\ \ HOUSING AUTHORI �0. _ CI \ \ EXISTING STORM �� N. t� t s V� �: B Bs°z s w 463 1
• \ \ \\/ REMAIN ; � r , 9 No4°3BaB W 611 EXISTING CONDITIONS &
RIM fol4s \ REID 10289• R1M=4o127 �{/ !�'/� ��> 1 G 5°5°372 w
\ 0,T-1,p15 - s \ 97.5 \\ ` <er<11.01�� n� I DEMOLITION PLAN
I�I PIN 0831161093 - \ \ IN ]42 \ - -/ re®� �•`� ,� "BS°23° E 63°
IJ - _N I +4/ ,Q e'1aRmb-. E=4026z L z 5 85°2o 07'w 3 11
'I \ PCe \_ L•. AREA 152,969.3 S \\ \ 0 393Q • I \`-\ �\ ��---- \ „ �\ FULL OF DEBRIS LI3 N49°4o 35'W 26.76
\ G` \ / LI4 504°2631 E 67.20
--• __--- 5117 ACRES \ e b\ / \ \ \ �g,.(`' LIS NXS'DI.3"E 9241 PHASE 4A LEVEL 4 SITE PLAN
___ \ •. \ \ ?` PROPERTY LINE / /
/ 1 FU \• \ I / \ \ \ \�.;\\\OBE REMOVED I'..,\ / 'I�/f\jibl
TREE REMOVEDOVR L16 504°30'08"E 11206 DILLARD STREET
/ •IM=41095 7/ \ \ TO BE LI7 5 06°0l'39"W II2.o6
/, - ^\ PHASE \ `- /\ 1 _}- Y < \ I L18 5 B5°2o'36'W 143.64
/ OF FUTURE \ \ \\ \/ \ \ / / \\ \ I LI9 5 26.25'50"W 60.96
BRIG \ \ \ a \ . \ / \ \ I L20 N 10292'14.E 13.26
�k +/ /.. -� 1sF\ \\\\\h1N1�103 \4% /\ - \ \\\ \ �\\\ k // / `y ��\� c 'II 1/'� �\ ��J'� • I L23 rNi 85 2038,,E 136387 PROJECT LOCATION:
• Jy'� -( �1•. N04 38 519 E MAIN STREET
�O U A
✓/ / 3C=I ��.i�� 1 I. L26 309°3831"E 68971]'F° N•• / I�1=40y$81 V6 1 DURHAM,NC 27701
0��v / / A o T=4b6�r1 �/ m - /[� /Il V A I `- L27 5B5°z5•W IBo 17/Vli'I \\\ I \ I I1 v / '-�"v-�v �l��\ V 'AAV\ vV II�� ir�`,- '. U I L28 N 09°2631°w 5655
/ I \ \ e \ /\/ 1 \ J L29 585°20'07.W 13671�c,^o I + v �e lv v v / • s4 � v AAVAA Q � . 'b °- CLIENT/OWNER:
\• 0 I \✓j \ \\N\ N 'IM=401.22 Jam\ \• /• .�i \'\\ /�\\\ \\\ ..J / �Z. \ I LAUREL STREET
'\ / \ / C9 I \ N \ 398.22 f m \ / \ 2132 THRIFT ROAD.SUITE A
11_2V 'RCP \ RI =06.1 \\ iNk39_397.72/ \\\ PERTY LINE
\\<�� �/_ \ \\ / \ /�.`\/�/ '\ , ,\ I 2001.124 81 a°202' CHARLOTTE,NC 28208
\\ I `P k } �5 s / N \ 397 82 I I. / \ /c 4 YJ•� I� j CURVELENGTH CURVECH BEARING CH LENGTH DELTA
\\\ I 15 1'I IN 406 // (/pp >//`J r• \ , 1 ` \ 2 0 35'42 5]0°2042 W 2899 92°5319
D \I RIM 411.17, O'T=4n651 \ (( °S SN /, 44111t .ly J/ / ' ) C3 229 8 565°5925 E 217 5°3333
\ RIM=409.18 1 p \ o\ r --,4,/
T / I , \ 29. 93 9°02 80.00' 20°32 03
\ \ \ IN=406.93 IN=406.5, 1 / - -I 9 \\\\ i
I \ ./ \ itt-��/ „ s\ \ \\ O OUT=406.83OUT 40147\ \\ � \ _y / // \/// / � \ / 224 2652 63°0326 W 208.22'\ � / \ .r , 4 \ \ RIM=40335 \ / /{/�/ �/ \/I' \ \ / 200 B 42740 2689'�\/1 \\� µ.\�\\l11DEBRISF 1/�\ ' Ol (' � /< �' \ \ ,\ /w ) CB 26050 73.67 503°2653 W 73.43 16°I26
' � 6'0p '1 \ /\ J 'I / \O��\\\ /\ J \ - 7.66 \c
//\; \ • _ C9 340.50 96.30 5 03°2653 W 95.90 16°I2 6
f�(IVJ \ \ \ �/ \\/// / (aV \ \ CIO 7.33 1015 9.36 5 45°4 05.W 79°1902. 30 0 IS 30
\ ,���� \\ • /// \/ \s//\�-�\ \\ \ ` / �\J//i / / / Ay �/� \ \\ \\ - - \\ C11 19.33' 26.77' 24.68' N 95°4105"E 79°I902'
_,R 'N GRAPHIC SCALE:
"C•"' .L W 41 " I INCH= 30FEET
• \ 092 \ Q3 RIM=410.6 ( /^ / t / '( \ y\ \ \ \ W'
s • our=4oz.•e \p( '� ' VI 2'\ PQ 0 ( / - R "' v
2sz / 1 RI -7_0' 9z / jq /\.. / ��I 1 v� PUBLIC /
�� \1 _e'y \\\\ I �UIL �\ / _O \IBC 1\2,' //a// 1 \ 60 160 PCi 261 TO BE ABANDONED P E LIN Y \
\�\\O\ \ \ DEBRI\\\ /- //1, \ \\ /' \ PB STANDARDS,AND RETURN it.....„,,,,,,,„......„
, eN * Ni, Ilk / \ DATUM:HORIZ: VERT:
\\\ \ \\\\ / �=�j/ L• \ik / METER TO THE CITY. \
\ JOB NO. 1993
o '. - -'�7 /- /`S0 y v_/ A� // DATE a/1s/z4
N ss e° ' �+j • // RIM 4�ao v / '• ./`CtlD-_- /
op \\ \'� / FULL \ \ / O
/ / �F �A A�� .- S. FV / W� V DRAWN: C D
y \ DESIGNED:
oy //�Ate\ / DEBR+s / ,s l!y ///1��� / w I K REVIEWED:
\ , \\ •.. ''�\ / \ ' \T^-,.- \ /' / /' \ / /�' / \ \` APPROVED.I"=30'

CURVE TABLE
\�c� Y I _.CURVE RADIUS LENGTH CH BEARING CH LENGTH DELTA
7. ��,' �� LPG' II- C3 460.50 318.85' N 74°4945"W 312.52' 39°40'16"
SOUTHERN REPAIR
° 1 / I SERVILE INCORP
EX.WATER ? REID:110448
ri COUNTY OF DURHAM pLP ,�� VALVE(TYPJ MACPHEE.KEELEE ALL RESIDENTIAL BUILDINGS PIN:0831167541
REID.102921 JOY TRS DB.5 PG 624
r. PIN: 0831069450 V
REID:110529 PB 75 PG 28
DB 1428 PG 84 •� EX.FIRE \ DOMESTIC ASSE#1013 IC
'o PB 80 PG 54 `S ( �' HYDRANT PIN: 0831163410 RPZ BFP INSIDE BUILDING TIER:DOWNTOWN
o TIER-DOWNTOWN
'CV �j DB 9500 PG 747 I ZONING:DD-S2
^„ ZONING -61D. PB 6 PG 142 LAND USE:COM/
'' C2P SPRINKLER ASSE 104]
y� COORDINATE WITH DUKE TIER:URBAN { APT-GARDEN I
LAND USE:CMNTY Gj O Q RPDA BFP INSIDE RISER ROOM
4 Q-0 \ 6 ENERGY FOR GUY WIRE ZOw1v6 DI
SVC/BNVLNT AS �. '---------" "-L7 ADJUSTMENT OR CONVERSION RE:MEP
GOB LAND USE_REG/
'�'Jp Q TO SIDEWALK GUYS. I-FAMILY _�-
TAPPING
0.
e pAC N v\?Q^, / p ♦ <00 TAPPING SLEEVE RIM=4 37
\-"' / \`L I /r* AND VALVE SLEEVE IN=396.37 BOLIBAUGH
9 TAPPING SLEEVE / �QO i / '�, 4\ ~'� .• \ BVALV�OUT=396.2Y \ iCHARLES
\ VALVE AT W,BOLIBAUGH.
qND VALVE DESIREE S
SS / vp • .�/ R W T ROW(PUBLICrillir TO PRIVATE) TIE TO EX.w M 415/e /ado T P ATE) �` I� MH RIM�9_86 REID II044TEX.PUBLIC WATERN. 4��_68.. ,HT'".' Q \ IRIM 6_ PIN 0831166306
�� . - DB 5362 PG V EASEMENTS UTILITY
TIE TO EX. ` IN 4 9a3 DOMESTIC AND SPERINKL I py OUT 38 71
PB] ��FIRE
MH / IR.Rf$R R00 TE) *Op
\ TIER DOWNI4Y'ARANT 8
40 3 �`2 pU�' +C TAPPING O ZOING:DD-52 PB 2(0 P 2 M-
0
.. SLEEVE AND VALVE
�• Cp0 \•C R �'�+r\ L• D USE:RES/ I REFER TO �M
/ ��� / •
� � ` L rmN' W CONNECT TO EX.99MH E I-FAMILY -M
P OPOS- • RIM=397.73 SEWER EASEMENT w`-"
6•SE/R 3 STORY •.• S•�, VALVE-AT IN=389.53 EX.WATER - ----
EXHIBIT EN
L I m _ ,, µC• ( �'FX.STORM
_ / SE' ICE �EdLR/NIT ROW(PUBLIC IN= •
is\ •E BLOC ✓ VALVE TYP.) x-"'
- ��,v •
� \�v W`��. TO PRIVATE) OUT=389 43 e ` 1• EASEMENT PER
/ �, j � .r ��� FIR NE \/ Y• � ��' D2000232 ,.D
/ T�PING e e • �, �, fi*k NE - e„yCP W _ _ L00-�'_..�._� -
VALV / /• �/ ,374111r �•Y• `, ''AN \ RI�1 39348 4 ,• �
/ /' \ ('TED 4 P WALL �_, �- !,__ _ W W- IN=386.28 �`
/ + of ' j' \.ME,'R MOUN,TED \\ ---- ------ rIN=385.98 LOD
/// / �� .AIN � FDC- - \_ "W'\ TIE TO EX.e VCP SS • •w 385 9: LOD
'\, ---
" \ 4"PVC ce DOME$ / •• 2 •Z W�60Q -sr-- - ��
EW �� �.i WATERE3S PROP OCE.... SS C\ �•_ a� MH .r LOD �� _ �I
METER P �"�•` ■ Ia ill ({
Ref
•
C y'4 sj9// HYD . •\ RAIN 6 SERWC /e/�S/EWER r•
OUT ) '' _- • -a'-u.. , '' -}r 7 5 -II 8 l3Jj _4�� C M I N PIPE 1R III A o
'Y '3 i(}� \ V DOMESTIC AND. 12 UNIT �`'l AT_ 1 _�1.}} I - * i � s 'I�/I. FIRE SPR 1 R TE J
(, Q / S DOMESTIC D S 1 NI`ny1L� -
e V /� ' \QeSS3 �9H' '" • •../ SPRINKLER B.N RISER ROOM -... �w//` TER �' WALL •�•-I _ *: S CLEANOUT � �'y I I Ii /, IN RISER R•3 NS70RYNOTE.
N/ / S\S ANSFOR R \� (SEE NOI) ��..# DRAB PIPE MDOUN P,;, • • I •s•-• AT ROW
LVE Ar,'OW(PUBLIC z-I, RIM=389.5] 2 UNIT r�`�
J 9 gg /+n LER to -■I I trill'I� nn
5 (RE:bTAYE ENERGY( 7 • It}� • IO PRIVATE) IN=384• ;.5 -I BLOG
�i ♦ , h I f I OUT-38 Vi1LVE A
\ _ _ - RO --- __ TO PRIVAT MOUNTED
v d vDOM
\ `. V,V W I7E RBLD RY ' I I� t• I POSED 6" �L �I OMESTIC ASS' PIC WATER 1 I �I�� W(PUBLI Fii p
', } I L EE z` 1� ICI : SERVICE 11II I TAPPING z '^ I, • E) ��
•' \ ♦ , E C 12 UNIT ! ..II SEWER I.•• •JI i �' BFP INSes1:0 ILD NGICE ND LEEVE FE - 1 ��WALL
•
\�� .\ ^' \ ' O IST ONiNOr -'7 4+ ■ VALVE q I DOMESTIC i9] -` II tf FOC
/; • '`r \ ♦ ir it! " - r I.. ,� ■�-3 RP2 I, $ 3y� C 1 ❑rI`- € W Ill 1,
,• / ,I.1
T ��/ I • B SERYIC 3 , -I J/ -__
-- , WATER M
iii1 STORY II I 9 -- - -
\ __ ,• / - r _• `CLUB BLOG II .� T` -
\
u.
,t _ \ F ♦ PIP` D� I r VICE__II �==--4- f' -- --- N0. REVISIONS BY DATE
4 I \ N�'� /'I } IL � � A £ORP- �,�i ��PROPOSED 6'SEWER ss ss
P x ` OGD li ��`\\ (F `C31+Y1 1 C�. • I �. .- 1T_ S1 SERVICE s ___
® JJ'
A
�Q\ ��li \ _ 55 ss�5 \1\IIIIIIII/
\ `� -��['�-- •l7��A -ems --�i - CONNECT TO EX. ;`�H ARn'%,,
\o \o\ _- .e•
A R ____ SSMH .W`__ '- �L;•�"."'
IDE
r j l} yyy / _ S
RIM=408.40 0� a ` . O_ i ,.• ':.. DR IN - _ `2O.0VV
IN-400.]5 x o _ _
OUT=400.65 00 .� e°-BLI - _ _.II -. � '■ A - - <,°� �p / � _`- � - = SEAL =
/ 3D003
RIM=409.87 \ s - AT EA ss E 99 ENT OUT '.Q��•
N 402.62 OS \ // / P�� ` ` i _ _ ':0'07'E Bo...'_ .., sE�l S °�-1dEE'A,s'�
our=402"fr. / \\\ ...
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n. s T- - I 10 2024
e s^Ri-s\ ^-w Abm o N 38 5 ►�7�-I u� �� :; r -T➢"
�GQ 4V s\_ 0,=I�JI.399.14 OUT 387 25 TRANSFORMER - �+ ����-D- - 'll L00
C`- �84 (RE:DUKE ENERGY) -
OUT • • 1®® FIRE HYDRANT
41 + • \ __ J '� q/ hilt PROPOSED WITH T H O M AS
/ , s ♦} \ \ .apia �-" - �1 ESA SITE PLAN
IS o O' _R _ _ '1 i,
11. /D2000262 SI
HUTTON
0� �0y1�• �� S, RCP 2N )( 1,RIM=395.32\ _ = EB- -
JCY AA s / IN-387.72 _ - I_
NIM391938 ��0,// OUT=387.62 - _
S'r s�\ OUT391.2 \
�QO 2510 Mantlian Parkway•Suite 100
./�. 7 Durham,NC 27713 919.662.0368
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Iiiiii;
HOUSING AUTHOR( N.j, HE CI i p
EXISTING BUILDINGS IS BE TAKEN OFF WATER & SEWER PLAN
LINE AND/OR DEMOLISHED PRIOR TO
RIM=41045 n REID 10289• • RIM390152�7, CD APPROVAL.ALL WATER B SEWER I I p
OUT=40815 PIN 0831161093 SS IN= -.7422 /333 TO BE ABANDONED/CAPPED PER COD
oQ L, AREA 152,969.3 S ; 307 STANDARDS B SPECS..
l• •-3 7.
+ • 51 17 ACRES �e • �, •\ \ ) PHASE 4A - LEVEL 4 SITE PLAN
�aM=4loas ��:, ;�� DILLARD STREET
of �� N.,
\ ,
1e �I
DEBRIS Y,
/ '"FUMLIOF6 c \
DEBRIS � � •sin /� \
�� \ \� / ¢¢¢''' wll PROJECT LOCATION:
519 E MAIN STREET
• 1 \ UoO CT-
Li DURHAM,NC 27701
II Cr CS'
U O iL
PROPOSED FINISHED GRADE e�\ �\\ (It i 8
` W w I'. CLIENT/OWNER:
• // \ U O ! LAUREL STREET
SEWER EASEMENT EXHIBIT ANGLE OF REPOSE . \ / \ N 8 2132 THRIFT ROAD.SUITE A
/ RIM=405.62 \ .2 ro BUILDING
9p CHARLOTTE.NC zB2oe
FACE TRENCH CUT /
f
BUILDING ' , \p \ \\
FOUNDATION ::k1
395 J (�FULRIML O3.35 - '4 FULL OF- - 141 390 DEBRIS 300 IS 30
385 - 385
�\ `// GS " GRAPHIC SCALE:
380 380z SE STREET c3 INCH= 30FEET
2GN�. `, COMMMM�ER euc /W \
INFLUE�■■ a ?82
t R 1 a"'� \PIPE OF
\\ %SY% PB FULL 160 PG 26\\_ /// \\ ii
ATUM:HORIZ: VERT
0*00 0./0 0.20 �M_-\ao °[�- // \ I993
eee
4/I5/24
FULL JJ�� / \ \ C
OF • DDT"-
DEBRIS \ \ :J / :
// ^*•""'+ \ APPROVED:
SCALE: I"=30'

mJ /O I I
_ / 60Fav EFN N�naPR
o // (/ P �� I I / ?I 1.OPTIONAL BLANKET EASEMENT FOR MULTIFAMILY AND OTHER DEVEI OPMENT(CANNOT BE USED FOR LIMITED
COUNTY OF DURHAM I L� \ -m , MACPNEE.KEELEERESIDENTIAL):THE CITY OF DURHAM AND THEIR ASSIGNS HAVE RIGHT OF ACCESS TO THE PERMANENT STORMWATER
REID:102921 / ® \ \•� I I ALL BUILDINGS CONTROL MEASURE S
PIN: 0831069450 I / / ®' • .L JOY TRS ()(UNDERGROUND SAND FILTER,SPUTTER BOX,AND UNDERGROUND DETENTION)FOR
DB I428 PG 84 61.JG \ REID:110529 ALL ROOF LEADERS TO CONNECT INSPECTIONS AND MAINTENANCE ENFORCEMENT. A BLANKET ACCESS EASEMENT TO, OVER AND AROUND THE
PB 80 PG 54 I/\ `�'f'� �� , I PIN: 0 8 3116 3 410 TO STORM DRAIN SYSTEM Lp STORMWATER CONTROL MEASURES IS HEREBY GRANTED FOR INSPECTIONS AS WELL AS ENFORCEMENT OF
' 'OV w. DB 9500 PG 74] OPERATION et MAINTENANCE. ANY OBSTRUCTION PLACED IN THE BLANKET EASEMENT THAT IMPEDES NECESSARY
o TIER:DOWNTOWN / . PB 6 PG 142 MAINTENANCE ENFORCEMENT WILL BE REMOVED AND ALL THE ASSOCIATED COSTS WILL BE BORNE SOLELY BY THE
a LAND USE
ZONING -SI I �� • ' SHALL HAVE DIRECT ADA ACCESS OWNER. I
'S * I TIER:URBAN FROM STREET B PARKING LOT
:CMNTY Gj \ / Q
£ I `tom V w` ZONING:OI
SVC/BNVLNT AS I m V L�" p,.-L7`Q I 2.BLANKET PUBLIC ATER CONVEYANCE EASEMENT:THE CITY OF DURHAM AND THEIR ASSIGNS HAVE RIGHT OF
/Re� '-r� LAND USE:RES/
♦ ACCESS TO THE PERMANENT PUBLIC STORMWATER CONVEYANCE PIPING FOR INSPECTIONS AND MAINTENANCE
u, _p4'JO�� / / ,, ` I-FAMILY ENFORCEMENT. I BLANKET ACCESS EASEMENT TO, OVER AND AROUND THE PERMANENT PUBLIC STORMWATER
bA ,v,''''/
/� �),� L,` <O\ M I \ RIM=4D447 CONVEYANCE PIPING IS HEREBY GRANTED FOR INSPECTIONS AS WELL AS MAINTENANCE ANY OBSTRUCTION
C 4~hry ' . 'C' I IN=396 37 PLACED IN THE BLANKET EASEMENT THAT IMPEDES NECESSARY MAINTENANCE ENFORCEMENT WILL BE REMOVED AND
Q� / � /4� - Al / OUT=396.27 If
ALL THE ASSOCIATED COSTS WILL BE BORNE SOLELY BY THE OWNER.9, / / a. / W.BOLIBAUGn,
s •
/ ,, /4, ,,([�� DesIREE s
S I NM 41;ry683 / ,t � �\/ I I REID:110447 -
J i/ 1/�¢`/$y$y�� N O ). I � 6 PIN806//594/ ,i �O /WB W l I OU8
./ ' �j y/4' I� • 4. p •\fie t•]. /W / T NI389533 i -MIL= M=M-M-M-fir O e
- ,///y/ -„ J` / BLOG ` ♦ /� •�;:'., /w / �O 1�T-38•'' -_� M C'IP �-M _
Q. /4* .7•W/ 4;4141114# f r
e ki.impf."A‘, ni•♦ /F�1'"i `- .• �S` / ► w.y .. �_� w_,S'�w °Y ,r, Rn 3934� a Loo _
" // /. ` I `�_��5�►.n1�-� �. i� U A 38628 RIM=391.92 C 1
GIGO ..�, / �� � �. �` ///.. -_--- --_ _.`R Ii •J 38598 /NV IN 38538 L00
/ / ///„ \ ���� ®A•� �\__�`,•IV` •. /�� / • VCP / y 38598w INV l;3852 - L00
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e / ♦ 9- • . 3 570 Fa �(/ l f / - ♦ \ �� I +�=•1L1i:767 �i / l/</ 4-__--- RIM=3.9 5- , 72 UG
• ' h\ s i'� �, ,:r ..�r _ __ ,( \ Il�� ��. I IN=384.,7 LOG ,-
0" / / / / \S \'� / �wCUR T / .. 6; �,f J�, V 1 ` ��/ l/ \ J Y OUT=384,® �'�
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\ \ HOUSING AUTHORI S,� CI \\\ ! k ;, r'r 1 II1\
/ RIM Hdalr REID 10289• \\\ RIM=40L27 i \\ -fr _- ? I EROSION ONTROL PLAN
our=4 B1s \ s \� 397s l \ ///rrr \.. �-{_� �t \ \ �'1 /� PHASE 2 O
�Q_ \_ PIN 0831 1 61 093 s N-_ 4z - - - -rt c rE= _`\ `\ ® P_/ \ \\
, e _ �Le. AREA 152,969.3 S •=39 -- -
v'/ ff2.G2
\ / - P-' .-- ` \ \ �. 0 -3§ ,, 1 \ x EXISTING GRADES TO // / \\ �"`%0� �p� \\ -,. - I \ 1 I
1 O Ir'�7 ACRES \ O \\ \\- REMOVAL OFD THE N ---// /////I //rr \ �1-G \ \�\\ \ \�\ ( / 1 \
%k / IM-aloas \ SKIMMER BASIN / // /// \ �.\ y \\ \ \\ // / PHASE 4A - LEVEL 4 SITE PLAN
� �� �� CC >v ®"� DILLARD STREET
- BRIs \ --- -� 1 1
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DEBRIS \ a ''''''/'
/// //// REMAIN \ I ti \ \ \ \✓\ \ I \ / I / I
/ , \ \ \ \ ,\ / / , s 7 \ \ 1/ I / I / PROJECT LOCATION:
G • V / / \ BRIM=y10.3 __ / / /r \ 1 Q \ J \ / '4 r'' 1 // 2 \ DURHAM,NC 27701
L 1 \ \ \ \ / LLI \ / I 619 E MAIN STREET
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• . CLIENT/OWNER:
e l\ r4 \ , I 1\��� \
4\ `� ` \fi s \ \ -397.82 •\•�/�-- // \ \ \ \ o� \ I V \ +0 ' I I h \ LAUREL STREET
\� r ? I \ \ \ -39822 I �� // n \ I -/ N / I \\ - 2132 THRIFT ROAD.SUITE A
. D s RCP RI 41. /� \ \ /.• '397.72 / \ // / /-1-1 \ \ °7 1 / I '" l'- CHARLOTTE,NC 28208
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•
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of • � \ \\ \/ /FULL �\\ 4q I / i � / err \ // -\I\II 1 DATE: oa/Iz/2a
� 11 / / �F V A A� / l T v v � / . / / / r kgori i \� w V A / /.....,✓ / r v DESGNEo
Off, (✓// DEBRIG�\\\ \��.7--
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vv vvv •. � � ��--=fw i �/ / �� I // �/ 1� \ r�'� SCALE: v'=3o'

70'MIN. NOTES: t VA B'MAX
RIABLE AS DIRECTED BT 1HE ENGINEER t
BUT SUFFICIENT TO KEEP 1.PUT SILT FENCE OR TREE PROTECTION FENCE UP
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2.IF CONSTRUCTION ON THE SITES ARE SUCH THAT N 12 1/2 GA. WIRE FENCE
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- NT STEEL FENCE POST SECTION
INTERMEDIATE HARDWARE CLOTH
WI
LNG OVER THE STONE,THEN THE TIRES OF THE MIN.
GA. WIRES
'2-3"STONE TO BE USED' 25'OR WIDTH OF LINE mREs FILTER FABRIC
EXISTING (SURGE STONE OR RAILROAD, PROPOSED STREET, VEHICLES MUST BE WASHED BEFORE ENTERING THE SILT FEN E FA9RIC ON GROUND
ROADWAY BALLAST PUBLIC ROAD. INSTAL TO SECOND fIL1ER OF 1'
WHICHEVER IS `11wE" '6' WASHED STONE
4 _ GREATER. 3.IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS III
ON TO THE PUBLIC ROAD,THE GOVERNING AUTHORITY �,�y f-GRADE
FENCE AND u
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY q ��II=1I: HA1011WARE
. RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL L� ^P w w
ti RESPONSIBILITY FORM.
.„ PLAN
y Ilil i'1 1I II
i 51 n in
a PLAN Ill 11 i1 ATR., SILT
FRONT VIEW
FENCE } /SILT
END FIL R
7 FABRIC HERE FENCE
STEEL POST
WOVEN WIRE FABRC
NEW CONSTRUCTION `I T F N xT FA RI
35'MIN. 15'MIN. NOTE: I sL E cE ccoTE LE e c FRONT VIEW
EXISTING ROADWAY I 1i
e USE SILT FENCE ONLY WHEN DRAINAGE AREA "'
• DOES NOT EXCEED RA ACRE AND NEVER IN II
A.SLOPE • FOR REPAIR OF.USE AREAS OF CONCENTRATED FLOW n « FENCE FAILURES,IUSE BURY WIRE
T 12"MIN. - TOP OF SILT
6"MIN.I : -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. : No.57 WASHED STONE FENCE MUST BE FENCE FILTER
,' // // FOR ANCHOR WHEN SILT AT LEAST I _ _ FABRIC,AND
�\ ��\ GRADE FENCE IS PROTECTING ABM STHE TO ONE NARRENCHCLOTH
CATCH BASIN.
/. `\\\ rt// �/, _ 1( STEEL FENCE POST
' `FABRIC UNDER STONE = B MIN.COVER SET MAx 2 APARi
OVER SKIRT
REVISIONS REVISIONS RAREST
ERR s SKIRT
INTO TRENCH
DATE DESCRIPTION CROSS SECTION DATE DESCRIPTION 4' AND
DIRECTED BYENGINEER
12-5-00 SIDE NEW WIRE TRENCH
SIDE VIEW
CONSTRUCTION ENTRANCE 7 STANDARD TEMPORARY SILT FENCE 1 SILT FENCE OUTLET
TEMPORARY DIVERSION DITCH CALCULATIONS
Inspect inlet protection once a week
and after every rainfall. Immediately OMPACTED f DRAINAGE Q425) eorroM
RUNOFF INTENSITY SLOPE DEPTH VELOCITY SHEAR TEMPORARY
DITCH LOCATION AREA GOEFF. (I%HR) FLOW (°/.) WIDTH (FT) (FPS) STRESS LINING
emove clogged stone and refresh with G 4 4 Tr j (ACRES) (CFS) (FT) _
STANDARD METAL POSTS 2'-0"IN GROUND 1 1 SEDIMENT BASIN NORTH 0.54 0.50 8.29 2.24 7.56% 2.00 0.36 8.62 1.70 NAG C125BN
new stone. STEEP CUT OR FILL SLOPE - ----- - .A q
+T 2 SEDIMENT BASIN WEST 0.67 0.50 8.29 2.78 2.45% 2.00 0.41 5.22 0.63 NAG S150BN
GALVINIZED 3 CONFLUENCE OF 1 AND 2 1.29 0.50 8.29 5.35 0.47% 3.00 0.53 2.51 0.16 NAG S150BN No. REVISIONS BY DATF
II HARDWARD WIRE - FWD S AROUND BASIN 1.13 0.50 8.29 4.68 3.05% 2.00 0.33 5.16 0.63 NAG S150BN
• is EXTENDS TO �ylll- 2:1 SLOPE(MAX)
--- !iS TOP OF BOX �� ( FWDW, WEST OF BASIN 0.77 0.50 8.29 3.19 3.70% 2.00 0.26 4.96 0.60 NAG S75BN owrUr„A'
IIII 11i
"iIllllllllli ... -STABILIZE DIVERS AN DITCH Note:NAG=North American Green �� <N O
�- CROSS SECTION 015 TEMPORARY SEEDING _ 131:7,117.;.q.411r..
f,l, AND TEMPOry RY SEEL NAG S758N-Permissible Shear Stress=1.60 psf,Permissible Velocity=5 FPSy��o„1. NETnrvcNAG S150BN-Permissible Shear Stress=1.85 psf,Permissible Velocity=6 FPS - ,' _. :04'.1. NAG C125BN-Permissible Shear Stress=2.5 psf,Permissible Velocity=9 FPS c
•� ;I.:.,,..p,`I'. NAG P550-Permissible Shear Stress=3.30 PSF,Permissible Velocity=12 FPS %9F5.:34.t.-S;"53::8:01-3.
G .',zey`�
f.IMM1 ' S 'Aq O••�IM-O P.4 Inspect diversion once a week and Aal�� „X.W '�, a:-.7'. rPi� o POSITIVE GRADE l.o�MAx. after every rainfall. Immediately4
4, G't'�a44C•;7,. 0" itife. •o UPSLOPE TOE
�.0• .- .if.W� rr4-,,,�poiG! remove sediment from the flow area
b �• �' 1 0Cag! - / and repair the diversion berm.
,�� ¢g _ SIDE SLOPES! 1
N• • i e�' 2: 1 (MAX.)
�:..liOse .,0. I,• - T THOMAS
Oxb�. O � r4c4J gin<•. �� ��� ���� ,����� &
; ; - - HUTTON
#57 WASHED STONE PLACED TO A
HEIGHT OF 12"-18"MIN.ABOVE STEEP CUT OR FILL SLOPE 2510 Meridian Parkway•Suite 100
REVISIONS TOP OF BOX Durham.NC 27713•919.682.0368
DATE DESCRIPTION I www.ihomasandhutton.com
PLAN VIEW
STANDARD CATCH BASIN/YARD INLET PROTECTION 14 DIVERSION DITCH EROSION CONTROL DETAILS
I
UPSTREAM END OF
STORM DRAIN OVERFLOW PHASE 4A - LEVEL 4 SITE PLAN
N 1/3
DIA PIPE DILLARD STREET
AiiikDIAMETER ANCHOR PLASTIC LINER
D D- W/ #57 STONE "CONCRETE WASHOUT" SIGN
DETAIL OR EQUIVALENT
PROJECT LOCATION:
-..-2.0'-"1.0'8.-2.0' 2.0- 519E MAIN STREET
-- i� - e - 20.0' �I 1.0' OQ DURHAM,NC 27701
BURY BOTTOM 9 T� ANCHOR PLASTIC LINER ��,
OF PLYWOOD - III-I I 10.0' W/ #57 STONE 1 PLYWOOD 48"x24"
II-III-Ill-III-III-III-III III-IIIIII- 1.0 5' BLACK LETTERS
J` - - - ,a' PAINTED WHITE 6" HEIGHT CLIENT/OWNER:c� 1
NOTE: ALL PARTIALLY COMPLETED STORM DRAINS 3/4"EXTERIOR j`J.��i .P7` c 1.0' ,, .l . . \ '} CONCRET LAUREL STREET
PLYWOOD WASHOUT II
SHALL BE PROTECTED AT THE END OF � 6 ■-■�' / II 2132 THRIFT ROAD.SUITE A
EACH DAY IN ACCORDANCE WITH THESE 1 E r r i E r /�`' // X F CHARLOTTE,NC 28208
DETAILS. -STEEL FENCE PLYWOOD INLET PROTECTION �pAt t;frtettitikat 10�y MOMS
rag®=g g� '1i ..5" LAG SCREWS
POST(TIP.) Y.9M feMMS
SECTION "A"
UPSTREAM END OF OVERFLOW Ia 'A ' ..A" 3 0 WOOD POST
1 II STORM DRAIN i 20.0' 10.0'6.0' < el• 11 ® 3 x3 x8
n -u II /-`T 1/3 PIPE ■ �������� 1. ACTUAL LAYOUT TO BE DETERMINED IN FIELD �`C
.* 11 DIAMETER 6 �_i:9 9� 2. THE "CONCRETE WASHOUT" SIGN SHALL BE INSTALLED WITHIN 30 30'
���' FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY
D c D • e 3. PIT CAPACITY IS MINIMUM OF 8 CU FT PER 10 CU YD OF
.. "W 9r k ''' 3 S�1N"l'9'1HH ��9 / CONCRETE
WASHED STONE FILTER e c N ( ;� 4. CONTRACTOR TO COORDINATE WITH USAGE CONTRACTING OFFICER
9 - D m 4+ FOR PROPER DISPOSAL OF CONCRETE
ACROSS PIPE INLET °` A' - .. Rtil •• PLAN VIEW 5.THIS ITEM IS CONSIDERED INCIDENTAL TO CONCRETE WORK.
l /// l I m if m Till '-Trr. lf�l II i.-
/ \1 \1 p-HARDWARE CLOTH II
III
REV1310NS I I I I I I V DATUM:HORIZ: VERT
DATE DESCRIPTION rr Ir II
LI LI LI JOB N0: 1993
STONE FILTER INLET PROTECTION CONCRETE WASHOUT PIT DATE 04/12/24
DRAWN: E C 3.1
DESIGNED:
PIPE INLET PROTECTION (PLYWOOD AND STONE) 12 REVIEWED:
APPROVED:
SCALE: NTS

O cm)
P. .� 6
Y
C� , 05 gym)
:•:: .: :':: •••::. •••;: := :•mil:-i. .
ti;.;• ::::K:•.�'� ••••••' �Nv /j /j vvwvv-/ - ••••�i NH 05Bcm) FALL/WINTER/SPRING TEMPORARY COVER AUGUST 15 - MAY 1
.•r
$" j::::�::{ •••••��� �� //\/ •r \/"t\'s Lime 100 IbsJ/1000 sf
.�♦: •`�w' / / SEEDBED PREPARATION
{},.•':'::� �� c © , ( � © 10-10-10 Fertilizer 25 Ibs 1000 sf
•_•_• '',., ( / ( / I Oct Seed 2 Ibs/1000 sf Ground Stabilization.
..• •� r� �� �� / �,r'"l Rye Grain Seed 1 Ibs/1000 sf I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
•• ( / OD cm) Straw Mulch * 100 Ibs/1000 sf SOIL CONDITIONS,IF AVAILABLE. Site Area Stabilization Stabilization Time
9 \\y� w. SUMMER TEMPORARY COVER MAY 1 - AUGUST 15 Description Time Frame Frame Exceptions
/* / ( % Lime 100 Ibs 1000 sf 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
_ - /®� 11 /// Perimeter dikes,
\���/(1 Q�\/.• VG
_xz•_s• 10-10-10 Fertilizer 15 Ibs/1000 sf swales,ditches, 7days None
5 "` /'1 ' /\/�•::... 1zs�mI Browntop Millet 1 Ib/1000 sf 3. REMOVE ALL LOOSE ROCK.ROOTS.AND OTHER OBSTRUCTIONS LEAVING SURFACE
/%� \ :i::;/Oj�-... Straw Mulch * 100 Ibs/1000 sf REASONABLY SMOOTH AND UNIFORM. and slopes
................................ \ "'`�/:inin i�i�s:n n::a'"/��i\. ••::••:•: ® High Quality
"''"""'" \�/i ........• SPRING/FALL PERMANENT COVER MAR 1 - APR 30 //AUG 16 - OCT 31
/�`�`��`��"�"`�' 4. APPLY AGRICULTURAL LIME,FERTILIZER,AND SUPERPHOSPHATE UNIFORMLY AND
/ •• Water(HOW) 7days None
.............. '_;l�\�\• Lime 100 Ibs 1000 sf MIX WITH SOIL.
Zones
r-s•• 10-10-10 Fertilizer
25 Ibs 1/000 sf
s• X H' ( Im roved Turf Type Tall Fescue Seed
/\/\ i P YP 8 Ibs 1000 sf If slop and are less
.................... .•.
(15 om) \\\\�\'�-. - M. / 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED,FIRM,REASONABLY UNIFORM
1
/ - Straw Mulch
100 Ibs 1000 sf Slopes steeper
! \ in length r
� nA�i�.`:. � , `` ...............:'��✓ �/� .......... / SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. P P 7days anda are not
- ® ® RIIMMFR PERMANENT COVER APRIII - AUGUST 15 than 3:1 steeper than 2:1,14
1.PREPARE SOIL BEFORE INSTALLING BLANKETS,INCLUDING ANY NECESSARY APPLICATION OF LIME,FERTILIZER,AND SEED. NOTE: 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING days are allowed
1 2 3 3
WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. GRASS PLANTING DATE SEEDS SPRIGS STOLONS EQUIPMENT OR CULT IPACK AFTER SEEDING. 7days for slopes
2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6"(15cm)DEEP X 6"(15cm) WIDE TRENCH Slopes 3:lor
WITH APPROXIMATELY 12"(30cm)OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BERMUDAGRASS APRIL-JULY 1-2 .75 3-5 14 days greater than SO feet in
" BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30cm)APART IN THE BOTTOM OF THE TRENCH. BACKFILL - 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. flatter
AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"(30cm)PORTION BERM UDAGRASS(HYBRID) APRIL-JULY .75 3-5 length
OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES ARGINTINE BAHI AGRASS MARCH-JULY 5 - - B. INSPECT ALL SEEDED AREAS AND MAKE NESESSARY REPAIRS OR RESEEDI NGS All other areas None(except for
SPACED APPROXIMATELY 12"(30cm)APART ACROSS THE WIDTH OF THE BLANKET. CENTIPEDEGRASS MARCH-JULY .25-.50 .75 WITHIN THE PLANTING Y SEASON.IF POSSIBLE. IF STAND SHOULD OVER with slopes 14 days
3.ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE ST.AUGISTINEGRASS APRIL-JULY - 1.0 P perimeters and HWQ
AGAINST THE 501E SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES - 60%DAMAGED,REESTABLISH FOLLOWING ORIGINAL LIME,FERTILIZER AND flatter than 4:1 Zones)
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM'",STAPLES/STAKES TALL FESCUE SEPT-OCT 15 6 - SEEDING RATES.
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ZOYSIAGRASS MAY-JULY .50-1.0 .25 3-5
•"Extensions of time may he approved by the permitting
4.PLACE CONSECUTIVE BLANKETS END OVER END(SHINGLE STYLE)WITH A 4"-6"(10cm-15cm)OVERLAP. USE A DOUBLE ROW OF 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION authority based on weather or other site-specific conditions
STAPLES STAGGERED 4"(10cm)APART AND 4"(10cm)ON CENTER TO SECURE BLANKETS. 1. OPTIMUM DATE OF PLANTING. SEEDING BEYOND THESE DATES INCREASES AFTER PERMANENT COVER IS ESTABLISHED.
5.FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY THE CHANCE OF FAILURE. that make compliance Impracticable"(Section 11.B(2)(b))
12"(30cm)APART IN A 6"(15cm)DEEP X 6"(15cm)WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 2. POUNDS PER 1000 SO.FT.
6.ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5"(5cm-12.5cm)(DEPENDING ON BLANKET TYPE)AND STAPLED. 3. BUSHELS PER 1000 SQ.FT.
TO ENSURE PROPER SEAM ALIGNMENT,PLACE THE EDGE OF THE OVERLAPPING BLANKET(BLANKET BEING INSTALLED ON TOP)EVEN
WITH THE COLORED SEAM STITCH'ON THE BLANKET BEING OVERLAPPED. Seed Temporary cover to stabilize temporary sedimentation control measures and other
7.IN HIGH FLOW CHANNEL APPLICATIONS,A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT(9m-12m)INTERVALS. USE disturbed areas prior to final grading. Seed permanent cover when final grading has been
A DOUBLE ROW OF STAPLES STAGGERED 4"(10cm)APART AND 4"(10cm)ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL accomplished. If planting season is not suitable for installation of permanent cover,
8.THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30cm)APART Contractor shall install temporary cover suitable for that season and reseed with permanent
IN A 6"(15cm)DEEP X 6"(15cm)WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. grass at earliest possible date.
A NOTE: •Anchor straw mulch by applying on asphalt
B C CRITICAL POINTS 'HORIZONTAL STAPLE SPACING SHOULD BE ALTERED binder emulsion at a rate of 10 gallons per
IF NECESSARY TO ALLOW STAPLES TO SECURE THE g
. A.OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. 1000 s. f., Or Install Jute, paper or twine No. REVISIONS BY DATE
C.PROJECTED WATER LINE netting Or excelsior mats staked to ground
C.CHANNEL V TICESM/SIDE OR IN LOOSEE GTH CONDITIONS,THE USE OF STAPLE
A SLOPE VERTICES STAKE LENGTHS GREATER THAN 6' (15 cm)MAY according to the manufacturer's instructions.
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. ,,skj.111111/T
*SEE PLAN SHEET FOR SCALE DIMENSIONS AND SLOPE. ... „
♦♦��N C/AyR�
:
Z'r'
v SEAL -
DITCH MATTING SEEDING SCHEDULE � • ,
35003� �``
Ia� 4
Ins e c t the device once e r week ECONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD 11�� a' _
AGGREGATE OR STRAW HIGH STRENGTH DOUBLE p p FLARED-END SECTION OF PIPE WITH A MINIMUM 6-INCH METAL TOE PLATE F min.
UNDERLAYMENT STITCHED J"TYPE SEAMS and a f ter every rain all. Remove (CROSS-SECTION
sOSS-SEECTION FITTING M/.MAKEALSO ALLBE FITTINGS
IT SED nr l WATERTIGHT.A STANDARD
and replace clogged gravel. 2. N
USE AN EARTHEN°°ER REATSURFACE RUNOFF INTOTHE Ber� } T THOMAS
SEWN IN SPOUT TEMPORARY SLOPE DRAIN.MAKE THE HEIGHT OF THE BERM OVER THE
DRAIN CONDUIT A MINIMUM of 1.5 FT AND AT LEANT 6 INCHES HIGHER THAN Hold-down stakes
tSt
OPENING ACCOMMODATES UP TO THE LOWEST POINT OF EITHER
THE DIVERSION oN BERM SHOULD BE A MINIMUM of FT 3.1 1.5' min
4"DISCHARGE HOSE ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER
HE PR H H U T T O N
D)RTSHG® PUMP DISCHARGE HOSE # 5 WASHED STONE1.0 3. PROTECT THE OUTLET Of THE SLOPE DRAIN FROM EROSION WITH
I1
AP D ss PATOR.
R Pa jjj -_ 5553 Peachtree Road•Suite 175
, INSPECT THE SLOPE DRAIN AND T NG D VERG oN AFTER EVERT 10' Spacingn -t, V III-III- I Chamblee,GA 30341 •470.893.1700
II MI. WATER FLOW FROM PUMP CLEAN OUT POINT 1�FLOOD STORAGE ZONE 2 .. 1 I RA NFALL AND PRaMPTLv MAKE REPA Rs. V` --
www lhomasandhutton cam
SED.STORAGE ZONE �. f��� � "• yV,�_ 1 3 0 Plastic
III -
�1.5' .fT'1;�0;kte.•• Corrugated
1'T Pie Inlet
TOP VIEW MAX.SED DEPTH �" P�a '� u-.•�� P -
1 1 1 i t III 1 1 1 1 EROSION CONTROL DETAILS
HIGH STRENGTH STRAPPING FOR III 1 5 111 111 1 1 1 1 I I III 111- _V""yµ
HOLDING HOSE IN PLACE _ _ L 1 1 •w~ V�" �` "'""" ..
LENGTH .. 111 III III III 11- 11- 11 CLASS I RIP-RAP 11-1 Stabilize r7 r) S - 14,, ,� ML,, .,
Outlet Co 6 _ „.. "'" x'" PHASE 4A - LEVEL 4 SITE PLAN
HI HI HI III III III III III III III HI HI I =I' LA'µ"" DIEHARD STREET
n� III-I I I=I I I=1
_ III-III t W T ..
level sectio. M+" w e - I
/\�/\�/\�/\�/\�/\/\�/\�\ AGGREGATE OR STRAW 4' min w._"'° PROJECT LOCATION:
j\ \ \ \ \ \ \ \ \ \ UNDERLAYMENT „•4w'""V .•1W^ 519 E MAIN STREET
s//\//\//\/A//�/A//�/A//�// u•r.�""V µ N, .0„1, .,, DURHAM.NC 27701
SIDE VIEW W}�vVW�nn +,,.,....,.. ..
Cross-Section View T`�'
Plan View CLIENT/OWNER:
DEWATERING BAG ROCK AND GRAVEL FILTER Standard T-section LAUREL STREET
2132 THRIFT ROAD.SUITE A
CHARLOTTE,NC 2820E1
STANDARD TEMPORARY SLOPE DRAIN
DATUM:HORIZ: VERT:
JOB NO: 1993
DATE: 04/12/24
DRAWN: g
DESIGNED:
REVIEWED: P P w
APPROVED:
SCALE: NTS

IB
SEDIMENT BASIN NOTES:
BOTTOM ANCHORED WITH I.REMOVE SEDIMENT FROM BASIN WHEN APPROXIMATELY ONE-HALF OF STORAGE �!
SUPPORT ROPE OR
EARTH BERM STEEL PO. , fVO� sw1rR INVERT WOULDBE HAS N HALF EFULL D. O AND MARK IN FIELD WNTRACTOR TO ITH STAKE ELEVATION AT ICH THE ..47,eO /WIRSING EVENT
w
JUTE NETTING SA44,4
• SUPPORTED o BETRAY 2.USE FOR DRAINAGE AREAS NOT EXCEEDING 100 ACRES. STAKE r0
° Tor PIKE TED WITH / LINE BASIN SLOPES vroRT wIRE�
° JUTE MATTING v TA n
m srs / 3.USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM.
STEEL Po / /� OF BOTTOM AND SIDE FENCE AND R c
T40AlliliNt.. ,,�,- 4.INSPECT TEMPORARY SEDIMENT BASIN AFTER EACH PERIOD OF SIGNIFICANT �Y STAPLED INTO
�n SdeBope(X1)= 2.0 :1
RAINFALL.REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN encKFTLLBO AND Storage Depth= 4.00 ft
BURIED
'„ �� A THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. •
��II„f PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND StOn>AeVOIURIeI�QUITed= 4,644 Wfl
INLET ZONE BSA
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
eF( ' of SURFACE AREA % StorbeVolumePFodded= 12,336 cult
11111111
�•kI 5.CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.PERIODICALLY COMPACTED S1daC2AmRffMnIn:d= 2,127 Wft
CMu55 PILLWAY w1TH ►`��� ' Sr suRvacB ARBA CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 5 FT.BELOWTRENCHED INTO BOTTOM OR SIDE STAPLED OR SUPPORT POST.24.INTO
�� S rfacekei Prodded= 3,974 cult
REsiSTnIJT TnRP x THE LOW POINT OF THE EMBANKMENT.IMMEDIATELY FILL ANY SETTLEMENT OF THE BOTTOM AND SIDE
SKIMMER OUTLET EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. BottBmof Basin Beeition= 388.00 ft
F RE:z/coas •/ * ON SURFACE AREA BAFFLE INSTALLATION - STEP 1
. OUTLET ZONE 25.. 6.STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT 6nerpencyspilwayelBustion= 392.00 ft
B-RVe , OF SURFACE AREA POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH EnergencyspillWayLength= 8.00 ft
,I, SEEDING.
LIIIII 3'X 5'CLASS B TIE TWO ROPES TO SKIMMER TO
RIP RAP Slimmer sire= 2.00 in
FE i`.r Mernrn ificeDametei= 1.50 in
° PERSPECTIVE VIEW.
IEW on`rRE OTHER FOR REPAIRS TRAP 1 ``�`` T R E AEE sH SWnrner LYawdown Time= 2.19 days
MAINTENANCE @i` MSC 25 yeerVfEELACm55�IWay= 1.00 ft
- INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT `g4INO% BE
(ONE-HALF INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY. JUTE NRTnSS HIGHER THAN THE
BOTTOM of THE SPILLWAY Freeboard 1.00 ft
REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN 1 �� 1 Topof Berm Ba♦911on= 396.00 ft
SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. CLEAN OUT V/
�,``1
PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE SEDIMENT
HEN
EXCAVATED. REACHES THIS LEVEL.
TOP DIMENSION
R _I THE
EMBANKMENT EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,NOT JUST AROUND THE SKIMMER OR BAFFLE INSTALLATION - STEP 2
SKIMMER THE FIRST CELL. BAFFLE NOTES:
MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN I.DRIVE 5'STEEL POST AT LEAST 24"INTO SOLID GROUND.
— —IIIIII—III-- THE SKIMMER. 2.USE STAPLES I'APART HORIZONTALLY AND VERTICALLY TO ATTACH
IIIIII _ — I—IIIIIIIII—III—I I THE FABRIC TO THE HOG WIRE.
• —III—III—III—III—IIIIIII I
II III=III— — A REPAIR THE BAFFLES IF THEY ARE DAMAGED.RE-ANCHOR THE BAFFLES IF WATER IS 3.SPACE THE BAFFLES EVENLY ACROSS THE BASIN FOR REDUCED Flow
I IIII=III—III=I !'- -.-F-. FLOWING UNDERNEATH OR AROUND THEM. AND TURBULENCE.
-III I11—III— I I I_I I I—III—III—III III—III-111- I1'—,,—"'—"'—n.—'11—' 4.THE FLOOR OF THE BASIN IN THE OUTLET ZONE AND BERMS SHOULD
INSTALL STONE PAD FOR O IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN,USUALLY BE SEEDED IMMEDIATELY AFTER THE BASIN IS CONSTRUCTED.
SHIMMER TO REST ON BASE DIMENSION y vSCSHT E PoNT(SEE JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE 5.INLET ZONE WILL BE ACCESSIBLE FOR MAINTENANCE.
PROFILE VIEW WITH PIT,FT STRUCTURE SIDE
AND RESTORE FLOW.IF THIS DOES NOT WORK,PULL THE SKIMMER OVER TO THE
SIDE OF THE BASIN AND REMOVE THE DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE DAPPLE MAINTENANCE
SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
DEWATERING NOTES: INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE PLATE CAN BE BAKE ANY REQUIRED REPAIRS IMMEDIATELY.
ANY DEWATERING OF THE SEDIMENT CONTAINMENT DEVICE FOR REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF
MAINTENANCE OR REMOVAL IS TO BE DONE THROUGH A SILT BAG. WITH WATER.BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS REPLACE IT PROMPTLY.
WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE No. REVISIONS BY DATE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION DAMAGE,AND INSPECT PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE
THE EMBANKMENT FOR PIPING AND SETTLEMENT.MAKE ALL NECESSARY REPAIRS BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
IMMEDIATELY. HALF THE DESIGNED STORAGE DEPTH. ��NI�NaN
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY .AR
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. STABILIZED,REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT `SSQ SS/"
DEPOSITS,BRING THE AREA TO GRADE,AND STABILIZE IT. .' .
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.SOME SPECIAL _ .' �
PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM = L 1 E
PLUGGING WITH ICE. _ -
35003
"B,1.NGBRod'''``
DESIGN 21"MIN
1(Y/2024
SETTLED TOP
OVERFILL 6"
\
EMERGENCY SPILLWAY FOR SETTLEMENT I
4' MIN.
II—III —
MAS
I I I=1 I I III 1=1 I III III III I I I I T H O t
III I I 1 I III_ 1 0'MIN - — �2 1 SIDE SLOPE I St
if III
I I I III- MAX H U T TO N
T III- NATURAL GROUND
III- I III I III I—I II III _I I
= III 1.1 SIDE SLOPE - < 5553 Peachtree Road•Suite 175
III _ -MAX 111 Chamblee,GA 30341 •470.893.1700
11 1111 IIIII IIIII IIIII IIIII III—III III—I _ _ 1I—III
11 www.thomasandhulion.com
-IIIIIIIII IIIIII ICII�, 111=IIIIIIIII III, III III
SKIMMER BASIN EROSION CONTROL DETAILS
PHASE 4A - LEVEL 4 SITE PLAN
DILLARD STREET
NOTE:
SKIMMER IS TO BE A SURFACE SCREEN ACCESSIBLE
DEWATERING DEVICE SUCH AS VENT THROUGH DOOR
BMP SKIMMER OR APPROVED BWMME231MMPFNO-IF•Rf PROJECT LOCATION:
DEVICE. w 519E MAIN STREET
BBSN# S (IN) S (IN) IIME(CA'N DURHAM,NC 27701
1 2 1.5 2.19 CLIENT/OWNER:
•
LAUREL STREET
2132 THRIFT ROAD.SUITE A
CHARLOTTE,NC 28208
NOTE:
SKIMMER IS TO BE A FAIRCLOTH
SKIMMER
FLOAT
FLEXIBLE JOINT
BARREL PIPE LONGER
THAN SHOWN.
NOT INCLUDED WITH
SKIMMER SUPPLIED
BY USER.
OUTLET END:CONNECTION
TO OUTLET PIPE OR RISER
DATUM:HORIZ: VERT:
JOB NO: 1993
DRAW: 04/12/24
SKIMMER
DRAWN:
DESIGNED:
REVIEWED: @ S."
APPROVED:
SCALE: NTS

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids.
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment.
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The project.
permittee shall comply with the Erosion and Sediment Control plan approved by the 4, Collect all spent fluids,store in separate containers and properly dispose as
2 delegated authority having jurisdiction.All details and specifications shown on this sheet hazardous waste(recycle when possible).
may not apply depending on site conditions and the delegated authority having jurisdiction. S. Remove leakinghides and construction [from service until the problem
ve equipment
SECTION E:GROUND STABILIZATION has been corrected.
Required Ground Stabilization Timeframes 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products
- Stabilize within this to a recycling or disposal center that handles these materials.
Site Area Description many calendar Timeframe variations
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
-
land disturbance - _ 1. Never bury or burn waste.Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size ofwaste containers(e.g dumpster,trash CONCRETE WASHOUTS
wales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
9 perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue In accordance with local
(b) High Quality Water None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HOW)Zones ] 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
Slopessteeperthan slopes are lengthfrom upland areas and does not drain directly to a storm drain,stream or wetland. additionthe mixer and associated materials on im barrier and within
It) If ale 10'or less in and are place pervious
3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
_ length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if review and approval.If local standard details are not available,use one of the two
-]days for perimeter dikes,swales, containers overflow. types f temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
o Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must
- -7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least SO feet from storm drain inlets and surface wafers unless it
(e) Areas with slopes 14 -10 days for Falls Lake Watershed unless 2. Locatean be shown that no other alternatives are reasonably available.At a minimum,
flatter than 4:1Y paint washouts at least SO feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
✓ Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts In an easily accessible area,on level ground and Install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout.Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless there is no alternative reasonably available.If S0 foot components when no longer functional.When utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Temporary Stabilization Permanent Stab•zedon on a gravel pad and surround with sand bags. 10.At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mukhes and tackifiers foot traffic areas. caused by removal of washout.
•iecdroseeding •Gnteadle Fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erasion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Hydroseealng with properly operating unit
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
•uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erasion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Score herbicides,pesticides and rodenticides in their original containers with the
•Structural methods such ascumrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
•Rolled erosion control odudswith seed available,
3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
2. Protect stockpile with silt fence installed along toe of slope with aminimum offset of
possible or where they may spill or leak into wells,stormwater drains,ground water NO. REVISIONS BY DATE
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water.If a spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
construction,selecting from the NCDWR List of Approved PAMS/Flocculonts. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance Ililitt[
2. Applyflocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined ySH CARpry''i
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved vegetative,physical or chemical coverage techniques that will restrain accelerated xyt
PAMS/Flocculonts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
HAZARDOUS AND TOXICWASTE ``Q��.'y'�ySS/"
4. Provide ponding area for containment oftreated Stormwater before discharging 1. Create designated hazardous waste collection areas on-site. `_,a�y',,(�/'aJ�L
offsite. 2. Place hazardous waste containers under cover or in secondary containment. - EAL
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures.
-q' 35003
�rStS'FNGINE�y2..-;.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 '''evv 0AL B. 0
,,,II ,•,,,lie
10'312024
PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
I
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table I.DISC Plan Documentation 1.Occurrences that Must be Reported T H O M AS
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is to perform the inspection.In addition,when astorm event of equal to or Thefollowing temspertaining tplanshall be kepton sites dava table for the E&SC I &
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be
inspection tall times during H U T T O N
performed upon the commencement of the next business day.Anytime when inspections anal b hours _ (b) 01 sp Its f:
were delayed shall be noted in the Inspection Record. Rem to Document Documentation Requirements • They are 25 gallons or more,
•"' ""' 'rr "' •""" """"' """"' """"' (a)Each MSC measure has been Installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
"I In,. (during normal Inspection records must Include: and does not.significantly deviate from the of the approved F&SC pin or COCoplete date 5553 Peachtree Road•Suite 175
nourrl...... •
locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of Volume),or Chamblee,GA 30341 •470.893.1700
as n.
iHe k Way Daily amounts,muaaingauge shown on the approved EASE plan. MSC measure shown on the approved EASE • They are within 100 feet of surface waters(regardless of volume).
mu'nranoa n i mode during weaker)or plan.This documentation s required upon the www.}homasandhutton.com
working n a y rainfall nbrmeten Is initial installation of the USG measures card
order available,[ ded days land this will determine the cumulative rein measurement
•a aha inspxason is• the EASE measures are modified after Initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
•
• edadl.Days on which no rainfall occurred shall be retarded as Installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
•
e may use another rain-monitoring (Ref:40 CFR 302.4)or G.S.143-215.85.
•
device (�A phase of grading has been complet d and date pry f h approved&S d EC
p
I -p,ws,pnceper 1.I aonothemeasuresnspaned ----' plan or complete date end sign aninspection EROSION CONTROL DETAILS
GI to indicate completion of the aawos 7.calendar days oche prsne Inspection, report pre (A) Anticipated bypasses and unanticipated bypasses.
"i and within xa eal,ne person perlormingtne lnepeq,ign, construction phase.
'i,• huurlolsarHirrnn unufwhuihur ihu rnruisurus wnreupamJng (c)Ground cover Is located and installed Initial and date acopV of they approved n an in Noncompliancewith the conditions of this emit that may endanger health or the
xa hours steads for Na measure, in accordance with the approved MC plan or complete,date and sign an inspection (e) permit y g
•
•
•
. 6.conflation...nee,and dine of corrective s taken. plan. report to indicate compliance with approved environment. PHASE 4A - LEVEL 4 SITE PLAN
j Jgl Stormwater -ce peri. u+falls inspected, ground cover specification.
autfel.e(WOO andwihml4 3.Name ofmvpwwnpenumlingthelmpempn, (d)The malmenanceand repair Complete,date and sign an Inspection report. 2,Reporting Timeframes and Other Requirements
• DILLARD STREET
hours afa rain [videncoulindicalars of stonnwaielpullmmnsuch as ell requirements for all E&SC measures Attera permittee becomes aware of an occurrence that must be reported,he shall contact
'.. meow a ehtlentgunlfnga suspgmiea sulms or dscularadon, have been performed. rhea riate Division regional office within the timeframes and in accordance with the
m.1,o
•
•
•
x9 Hours s .bra M:•'+o (e)Corrective actions have been taken "' Initial and date a copy of the approved EASE PProp g
(47 Per me+w of At leestnn per i abl sedimentation found ttl ecelmts,tions then oast era toE&6Cmeasures. plan or complete,date and a an nspectbn other requirements listed below.Occurrences outside normal business hours may also be
•
•
:, nsslndar says of b f shall be d report to Indicate the completion of the
reported to the Department's Environmental Emergency Center personnel at(800)
na ltn bu=cola•amen<me,aaeh wrrertmeacnpn. 85s0368. PROJECT LOCATION:
"i, event Mour.or"o loco in z.r. Mxcrlpuan,site +evmoncr�,erw date of corrective actions taken,s. 12.Additional Documentation to be Kept on Site occummce -eapardrrgTmahames(AR•r New:weryl and other Reeeinm•rds 519 E MAIN STREET
so hours a.An ion est°the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment •WOMn24 hours,an oral or electron,notification. • DURHAM,NC 2]701
•p)stimrmor At least once per explanation
wetland Has Increased visible aeeiniammmncre•
site and available for inspectors at all times during normal business hours,unless the deposition ina • Wk.7 cal eMardays,a report that contains a description of me
Division provides a site-specific exemption based on unique site conditions that makewetland sediment and actions taken to address Use cause of the deposition.
wetlands ond,e acalndar day" has visible Increased turbidity from the cunstructicn this requirement not practical: streamdo staff may waive the requirement brawroten report ono
�.,n«a�a and within
activity,then a record
ma�«,naalvWor"e�arru�e.fi�na takn,ntl case-by-case and:. CLIENT/OWNER:
bi) event
h h In 2.Neoords the required reports.
the
pp P f (a) This General Permit as well as the Certificate of Coverage,after is receveA fth - i b d M NC 3D31dl list as mp' df d" nit LAUREL STREET
,,, g ()() p :_ may be required to perforrn addiliOnal
t) a.Ace (b) Records of inspections made darn the twelvemonths The permittee shall2132 THRIFT ROAD.SUITE A
a gramry t A grubbing, nI f pe g previous perm monitoring,determine[M1 inspectionspp t practices additional requirements are needed[o assure carhplknoe CHARLOTTE,NC 28208
wwru drainage Iscilitics,completionf oll land.clisturlal. record the required observations on the Inspection Record Form provided by thewit n the federal impair.-waters d s
activity,construct.or redevelopment,•
permanent Division or a sim tar inspectionformthat includes all the required elements.Use of (b)Oil spills and . Within NI hours, electronic notificabon.The notification •
2.Documentation that+ha required ground stab.."ten electronically-available records oleo of the required paper copies will be allowed if release of shall include information about Ow date,time,nature,volume and
measures• have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of Me sph•or release.
tmaframe or an assurance that they will by provided as substances per Item
noon as•oasmla. 3,Documentation to be Retained for Three Years 1@Hcl above
All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)Antdpeted •Areport at levstren cloys before the date of the bypass,Vpossible. •
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41) bypasses)OO CM The report shall include an evaluation of the anticipated quality and
122A1(m)l3ll effect or the bypass. •
PART II,SECTION G,ITEM(4) (d)unanticipated • Melvin 24 hours,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Mouses(so CFR • Wthin;rale/Mmdeys,a report that includes an evaluation of the
122A1(m)(3l1 quality and elect of she bypass.
•
(el Noncompliance • WMda24 hours,an oral or electronic notification.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down wiHtheeondrtons • Wide 7 calendar dpys,a report that contains description of the
for maintenance or close out unless this is infeasible.The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,.iw causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
health or the been a...led,the anticipated nine noncompliance is expected to
(a) The EASE plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur.The non-surface withdrawal enworanng4o ;anal steps taken or planneaareduce,eliminate,and
CFR 122.41pNn1 Preventasanerrence of the noncompliance.ess cut 122.41(B(61.
shall not commence until the EASE plan authority has approved these items, • Division staff may waive the requirement fora written report on
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis.
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include DATUM:HORIZ: VERT:
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
d Vegetated,upland areas of the sites or a properly designed stonepad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above,
JOB NO: 1993
() g P P cam sediment
g DATE: 04/12/24
(e) Velocity dissipation deuces such as check dams,edment traps,and riprap are provided at the discharge points of all dewatering devices,and DRAWN G`D A(f) Sediment removed from the dewatering treatment deuces described in Item(c)above s disposed of n a manner that does not cause deposition of sediment into waters of the United States.
DESIGNED:
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 REVIEWED:
APPROVED:
SCALE: NTS

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I SOUTHERN REPAIR
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a 25'x25'SIn; CO \ / I SERVICE
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COUNTY OF DURHAM °LP DISTAN r MACPHEE,KEELEE PIN:0831167541
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I 2510 Meritlian Parkway•Suite 100
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/ www.thomasandhutton.com
4
VUA calculations
LANDSCAPE CALCULATIONS
1011
I G I LANDSCAPE PLAN
TREES SHALL BE PLANTED AT A RATE OF ONE 2-INCH CALIPER CANOPY TREE REQUIRED PROPOSED
PER 2,000 SF OF VEHICULAR USE AREA.SHRUBS SHALL BE PLANTED AT A STREET TREES \
RATE OF ONE PER 250 SF OF VEHICULAR USE AREA. \ PHASE 4A - LEVEL 4 SITE PLAN
TOTAL VOA AREA=26,151 SF N DILLARD ST' 7.91/40=3 3 DILLARD STREET
26,751/2,000= 13 CANOPY TREES REQUIRED/x PROVIDED \
26,151/250= 105 SHRUBS REQUIRED/x PROVIDED LIBERTY ST.' 590.34/40= 15 15
15%OF TOTAL VUA AREA REQUIRED FOR VUA PLANTINGS=3,923 SF 6'
TOTAL VUA PLANTING AREA PROVIDED=3,923 SF THORPE CIRCLE: 117.58/40=3 3
3,923 SF/26,151 SF= 15%OF TOTAL VUA AREA PROVIDED FOR PLANTINGS 117.58/40=3 3 \\ E 1 II PROJECT LOCATION:
VEHICULAR USE AREA TREES AND SHRUBS HAVE BEEN DENOTED AS(VUA)ON \ I --9pp SIR E MAIN STREET
THIS PLAN. TREE COVERAGE AREA: N/A (DD-S2) N/A \ v 0 C1R, ry DURHAM,NC 27701
1 00c-D
PLANT SCHEDULE L CZ) L. CLIENT/OWNER:
TREES \ Tr - 0 I LAUREL STREET
QUANTITY ABBREVIATION SCIENTIFIC NAME COMMON NAME PLANTING SIZE MISCELLANEOUS/REMARKS \ 0 J N 0 2132 THRIFT ROAD,SUITE A
16 AB Acer buergerionum'ABMTF' Aeryn Trident Maple B 8 B;12'HT;2.5"CAL. FulI,Matching,VUA,Sireef tree PIM=405.63 \ 2 Lb Q7 CHARLOTTE,NC 28208
3 AP Acer palmatum Japanese Maple B 8 B;6'-8'HT. Full,Match,VUA \ F d
9 CC Carpinus coroliniona American Hornbeam B 8 B;12'HT;2.5"CAL. FulI,Match,5freet Tree \
6 CRF Chinnanthus retusus Fring•iree B 8 B;6'-8'HT Full,Mafch,Ornamental,Forecaurt \
8 LI Logerstroemiu indica Crops Myrtle B 8 B;8-10'HT Full,Mafeh,Ornamental,Forecourt 'to
5 LI Loorcus phelia indite Crops w Myrtle B 8 B;14'HT;2.5"CAL. FulI,Mafch,5Uee}Tree _
NOTE:ALL PLANTINGS WITHIN THE SIGHT DISTANCE TRIANGLES MUST BE 30 3 OP Quercus phellos Willow Oak B 8 B;14'HT;2.5"CAL. Full,Match,VUA
INCHES OR LESS IN HEIGHT OR MUST BE LIMBED OP TO PROVIDE 8'FROM THE
LOWEST LIMBS TO THE CURB LINE ELEVATION OR THE NEAREST TRAVEL WAY IF �"��- __- __
0
NO CURB EXISTS. /� a:_``\ 30 l0 15 l
SHRUBS �°OOS /-= - cg _
QUANTITY ABBREVIATION SCIENTIFIC NAME COMMON NAME CONTAINER AND MIN HEIGHT REMARKS GS C rF�D ET GRAPHIC SCALE:
19 AK Abelia x grandifloro Kaleidoscope Kaleidoscope Abelia 3 GAL.;15" Full,Match,Forecourf E S 1 1V.E 11 INCH- 30 FEET
COMMBpi 16 BSS Buxus sam � Suttruticosa' Dwarf English Boxwood � - --- -parnrens' g 3 GAL.;IS' FuII,Match,Forecourf -
16 GARR Gardenia jasminoides'Radlcons' Dwarf Gardenia 3 GAL.;15" Fsll,Match,Forecourf 60� PUBLIC R/W a°pp Wt \\
33 IC Ilex crenate Japanese Holly 3 GAL.;15" Full,Match,VUA PB 1 60 PG 261 \
19 ILG Ilex glabra Inkberry 3 GAL.;18" Full,Match,VUA \ DATUM:HORIZ: VERT:
7 IXF Ilex x attenuate'Fasters' Foster Holly 15 GAL.;36" Full,Match,VUA \
34 LC Loropetalum ohinense'Daruma Compact' Daruma Dwarf Loropetalum 3 GAL.;18" Full,Match,VUA \ JOB NO: 1993
16 NAN Nandina domesfica'Firepower' Firepower Nandina• 3 GAL..18" Full,MatchNUA,WIthout Fruit \ DATE: 4/15/24
16 NDLL Nandina domesfica'Lemon-Lime' 'Lemon-Lime'Nandin SI 3 GAL. 15" FUII,Match,Forecourt,Wifhout Fruit / / \ \ DESIGN: L1.1
MALL dILTIVARb OF NANOINA MUST BE FRUITLESS
\ \ DESIGNED:
/ O \ REVIEWED:
^+•�„..
APPROVED:
SCALE: I"=30'